Evaluation of Performance Indicator of Railway Bridges Using Updated Finite Element Model-Reference-Cited by-同舟云学术

Evaluation of Performance Indicator of Railway Bridges Using Updated Finite Element Model

Published:2019-06-01 Issue:2 Volume:69 Page:89-96
ISSN:2450-5471
Container-title:Strojnícky časopis - Journal of Mechanical Engineering
language:en
Short-container-title:

Author:

Milan Sokol¹,Monika Márföldi¹,Michal Venglár¹,Katarína Lamperová¹

Affiliation:

1. Slovak University of Technology in Bratislava , Faculty of Civil Engineering, Department of Structural Mechanics , Radlinského 11, 810 05 Bratislava , Slovakia

Abstract

Abstract Structural health monitoring (SHM) can provide information needed to make important decisions regarding the maintenance of bridge structures. However, the data collected from monitoring needs to be first translated into actionable, quantitative or qualitative based characteristics, that indicate the condition of a bridge. This paper presents a process of evaluation of such performance indicator in case of a steel railway bridge using the updated FE model and in-situ measurements of strains on selected stringers and floorbeams.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering

Link

https://www.sciendo.com/pdf/10.2478/scjme-2019-0019

Reference11 articles.

1. [1] Zonta, D., Glisic, B., Adriaenssens, S. “Value of information: Impact of monitoring on decision-making”, Structural Control and Health Monitoring 21 (7), pp. 1043 – 1056, 2014. DOI: https://doi.org/10.1002/stc.163110.1002/stc.1631

2. [2] Limongelli, M. P., Orcesi, A. “A proposal for classification of key performance indicators for road bridges”, In: 39th IABSE Symposium – Engineering the Future, Vancouver, Canada, 2017.10.2749/vancouver.2017.0328

3. [3] Vagnoli, M., Remenyte-Prescott, R., Andrews J. “Railway bridge structural health monitoring and fault detection: State-of-the-art methods and future challenges”, Structural Health Monitoring 17 (4), pp. 971 – 1007, 2017. DOI: https://doi.org/10.1177/147592171772113710.1177/1475921717721137

4. [4] Chang, P. C., Flatau, A., Liu, C. S. “Review Paper: Health Monitoring of Civil Infrastructure”, Structural Health Monitoring 2 (3), pp. 257 – 267, 2003. DOI: https://doi.org/10.1177/147592170303616910.1177/1475921703036169

5. [5] Costa, B., Figueiras, J. “Evaluation of a strain monitoring system for existing steel railway bridges”, Journal of Constructional Steel Research 72, pp. 179 – 191, 2012. DOI: http://dx.doi.org/10.1016/j.jcsr.2011.12.00610.1016/j.jcsr.2011.12.006

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